[1]
Tarpy TS, Cardinal JW. Behavior of Semi-rigid Beam-to-Column End Plate Connections. In: Howlett J H, Jenkins W M, Stains by R. Joints in Structural Steelwork. London: Pentech Press, (1981).
Google Scholar
[2]
Jenkins WM, Tong GS, Prescott AT. Moment-transmitting endplate connections in steel construction and a proposed basis for flush endplate design. The Structural Engineer, 1986, 64A(5).
Google Scholar
[3]
Aggarwal AK, Coates RC. Moment-Rotation Characteristics of Bolted Beam-Column Connections, Journal of Constructional Steel Research, 1986, 6.
DOI: 10.1016/0143-974x(86)90010-6
Google Scholar
[4]
Zandonini R, Zanon P. Experimental analysis of end plate connections. In: Bjorhovde R, Brozzetti J, Colson A. Connections in steel structures: Behaviour, strength, and design, (1988).
DOI: 10.1201/9781482286427
Google Scholar
[5]
Chasten CP, Lu LW, Driscoll GC. Prying and shear in end-plate connection design. Journal of Structural Engineering, 1992, 118(5).
DOI: 10.1061/(asce)0733-9445(1992)118:5(1295)
Google Scholar
[6]
Aggarwal AK. Comparative Tests on Endplate Beam-to-Column Connections, Journal of Constructional Steel Research, 1994, 30.
DOI: 10.1016/0143-974x(94)90048-5
Google Scholar
[7]
Gu Zheng wei. Nonlinear analysis of semi rigid connection of steel structure. Zhe Jiang University, (2003).
Google Scholar
[8]
Tsai KC, Popov EP. Cyclic Behavior of End-Plate Moment Connections. Journal of Structural Engineering, 1990, 116(11).
DOI: 10.1061/(asce)0733-9445(1990)116:11(2917)
Google Scholar
[9]
Plumier A. Behaviour of Connections. Journal of Constructional Steel Research, 1994, 29.
Google Scholar
[10]
Bernuzzi C, Zandonini R, Zanon P. Experimental Analysis and Modelling of Semi-rigid Steel Joints under Cyclic Reversal Loading. Journal of Constructional Steel Research, 1996, 38(2).
DOI: 10.1016/0143-974x(96)00013-2
Google Scholar
[11]
Adey BT, Grondin GY, Cheng JJR. Cyclic Loading of End Plate Moment Connections. Canadian Journal of Civil Engineering, 2000, 27(4).
DOI: 10.1139/l99-080
Google Scholar
[12]
Wang Yan, Peng Fuming, Zhao Guiming. Experimental study of semi-rigid joint of steel frame beam-column under cyclic load. Industrial Construction, 2001, 31 (12).
Google Scholar
[13]
GuoBing, GuQiang, LiuFeng, ZhaoKaozhong. Experimental Research on Hysteretic Behavior of End-plate Beam-column Connections. Journal of Building Structures, 2002, 23 (3).
Google Scholar
[14]
ShiGang. Study on static and seismic behaviors of semi-rigid end plate connections of steel frames: [Doctoral thesis], Tsinghua University, (2004).
Google Scholar
[15]
Krishnamurthy N, Graddy DE. Correlation between 2-and 3-dimensional finite element analyses of steel bolted end-plate connections. Computers & Structures, 1976, 6.
DOI: 10.1016/0045-7949(76)90016-x
Google Scholar
[16]
Krishnamurty N, Huang HT, Jefferey PK, Avery LK. Analytical M-θ Curves for End-Plate Connections. Journal of the Structural Division, 1979, 105, ST1.
Google Scholar
[17]
Tarpy TS, Cardinal JW. Behavior of Semi-rigid Beam-to-Column End Plate Connections. In: Howlett JH, Jenkins WM, Stainsby R. Joints in Structural Steelwork. London: Pentech Press, (1981).
Google Scholar
[18]
Chasten CP, Lu L W, Driscoll GC. Prying and shear in end-plate connection design. Journal of Structural Engineering, 1992, 118(5).
DOI: 10.1061/(asce)0733-9445(1992)118:5(1295)
Google Scholar
[19]
Bahaari MR, Sherbourne AN. Computer Modelling of an Extended End-plate Bolted Connection. Computers&Structures, 1994, 52(5).
DOI: 10.1016/0045-7949(94)90073-6
Google Scholar
[20]
Sherbourne AN, Bahaari M R. 3D simulation of end-plate bolted connections. Journal of Structural Engineering, 1994, 120(11).
DOI: 10.1061/(asce)0733-9445(1994)120:11(3122)
Google Scholar
[21]
Sherbourne AN, Bahaari MR. 3D Simulation of Bolted Connections to Unstiffened Columns-I. T-stub Connections. Journal of Constructional Steel Research, 1996, 40(3).
DOI: 10.1016/s0143-974x(96)00048-x
Google Scholar
[22]
Bahaari MR, Sherbourne AN. 3D Simulation of Bolted Connections to Unstiffened Columns-II. Extended Endplate Connections. Journal of Constructional Steel Research, 1996, 40(3).
DOI: 10.1016/s0143-974x(96)00049-1
Google Scholar
[23]
Sherbourne AN, Bahaari MR. Finite element prediction of end plate bolted connection behavior I: parametric study. Journal of Structural Engineering, 1997, 123(2).
DOI: 10.1061/(asce)0733-9445(1997)123:2(157)
Google Scholar
[24]
Bahaari MR, Sherbourne AN. Finite element prediction of end plate bolted connection behavior II: analytic formulation. Journal of Structural Engineering, 1997, 123(2).
DOI: 10.1061/(asce)0733-9445(1997)123:2(165)
Google Scholar
[25]
Chang-Koon Choi, Gi-Taek Chung. Refined three-dimensional finite element model for end-plate connection. Journal of Structural Engineering, l996, 122(11).
DOI: 10.1061/(asce)0733-9445(1996)122:11(1307)
Google Scholar
[26]
Jing Jun. Study on performance and design of end plate joints of steel structures of lightweight buildings: [Master thesis] Beijing: Department of Civil Engineering of Tsinghua University, (1999).
Google Scholar
[27]
Jing Jun, Shi Yong jiu. Effect of joint stiffness on steel portal frame design. Industrial Construction, 2000, 30 (5).
Google Scholar
[28]
Jing Jun, Wang Yuan qing, Shi Yongjiu. Research and design of end plate connection joint performance of portal frame light steel structure. Building Structures, 2000, 30 (4).
Google Scholar
[29]
Shi Gang, Shi Yong jiu, Wang Yuan qing, Li Shaofu, Chen Hong. Finite element and experimental analyses on bolted end plate connections in steel portal frames. China Civil Engineering Journal, 2004, 37 (7).
DOI: 10.1260/136943304323213193
Google Scholar
[30]
Liao Xinjun. Study on bearing capacity of end plate connection joints of steel portal frame structures: [Master of Engineering thesis]. Beijing: Department of Civil Engineering of Tsinghua University, (2004).
Google Scholar
[31]
Tong Genshu, Zhao Wei. Design Approach of Stiffeners in Extended End Plate Connections and Finite Element Analysis. Journal of Shenyang Jianzhu University: Natural Science, 2005, 21 (6).
Google Scholar